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Tower crane assembly type retaining wall structure and construction method thereof
The invention provides a tower crane assembly type retaining wall structure and a construction method thereof, the tower crane assembly type retaining wall structure comprises a tower crane foundation, a first assembly type retaining wall and a second assembly type retaining wall, and the first assembly type retaining wall is arranged at the top of the tower crane foundation; the second assembly type retaining wall is arranged at the top of the first assembly type retaining wall; wherein the first assembly type retaining wall comprises a plurality of first prefabricated retaining wall plates which are sequentially connected in the circumferential direction of the first assembly type retaining wall to form a ring, and the second assembly type retaining wall comprises a plurality of second prefabricated retaining wall plates which are sequentially connected in the circumferential direction of the second assembly type retaining wall. The multiple second prefabricated soil retaining wall plates are sequentially connected in the circumferential direction of the second assembly type soil retaining wall to form a ring, and a first vertical seam between every two adjacent first prefabricated soil retaining wall plates and a second vertical seam between every two adjacent second prefabricated soil retaining wall plates are arranged in a staggered mode. The tower crane assembly type retaining wall structure is high in construction efficiency, low in construction cost and high in structural strength.
本发明提供一种塔吊装配式挡土墙结构及其施工方法,塔吊装配式挡土墙结构包括塔吊基础、第一装配式挡土墙和第二装配式挡土墙,第一装配式挡土墙设于塔吊基础的顶部;第二装配式挡土墙设于第一装配式挡土墙的顶部;其中,第一装配式挡土墙包括多片第一预制挡土壁板,多片第一预制挡土壁板沿第一装配式挡土墙的周向依次连接形成环形,第二装配式挡土墙包括多片第二预制挡土壁板,多片第二预制挡土壁板沿第二装配式挡土墙的周向依次连接形成环形,相邻两片第一预制挡土壁板之间的第一竖缝与相邻两片第二预制挡土壁板之间的第二竖缝错位设置。上述塔吊装配式挡土墙结构施工效率较高、施工成本较低且结构强度较高。
Tower crane assembly type retaining wall structure and construction method thereof
The invention provides a tower crane assembly type retaining wall structure and a construction method thereof, the tower crane assembly type retaining wall structure comprises a tower crane foundation, a first assembly type retaining wall and a second assembly type retaining wall, and the first assembly type retaining wall is arranged at the top of the tower crane foundation; the second assembly type retaining wall is arranged at the top of the first assembly type retaining wall; wherein the first assembly type retaining wall comprises a plurality of first prefabricated retaining wall plates which are sequentially connected in the circumferential direction of the first assembly type retaining wall to form a ring, and the second assembly type retaining wall comprises a plurality of second prefabricated retaining wall plates which are sequentially connected in the circumferential direction of the second assembly type retaining wall. The multiple second prefabricated soil retaining wall plates are sequentially connected in the circumferential direction of the second assembly type soil retaining wall to form a ring, and a first vertical seam between every two adjacent first prefabricated soil retaining wall plates and a second vertical seam between every two adjacent second prefabricated soil retaining wall plates are arranged in a staggered mode. The tower crane assembly type retaining wall structure is high in construction efficiency, low in construction cost and high in structural strength.
本发明提供一种塔吊装配式挡土墙结构及其施工方法,塔吊装配式挡土墙结构包括塔吊基础、第一装配式挡土墙和第二装配式挡土墙,第一装配式挡土墙设于塔吊基础的顶部;第二装配式挡土墙设于第一装配式挡土墙的顶部;其中,第一装配式挡土墙包括多片第一预制挡土壁板,多片第一预制挡土壁板沿第一装配式挡土墙的周向依次连接形成环形,第二装配式挡土墙包括多片第二预制挡土壁板,多片第二预制挡土壁板沿第二装配式挡土墙的周向依次连接形成环形,相邻两片第一预制挡土壁板之间的第一竖缝与相邻两片第二预制挡土壁板之间的第二竖缝错位设置。上述塔吊装配式挡土墙结构施工效率较高、施工成本较低且结构强度较高。
Tower crane assembly type retaining wall structure and construction method thereof
塔吊装配式挡土墙结构及其施工方法
YU PEIJIAN (Autor:in) / DAI XINYOU (Autor:in) / FENG JINXIN (Autor:in) / LI DASHAN (Autor:in) / CAO BAOXIU (Autor:in) / ZHAO CHANGHE (Autor:in) / HAN RUI (Autor:in) / FAN ZHENYUN (Autor:in)
22.11.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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